US5316092A - Method and apparatus for drilling a tunnel - Google Patents

Method and apparatus for drilling a tunnel Download PDF

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Publication number
US5316092A
US5316092A US07/838,791 US83879192A US5316092A US 5316092 A US5316092 A US 5316092A US 83879192 A US83879192 A US 83879192A US 5316092 A US5316092 A US 5316092A
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US
United States
Prior art keywords
tube
conveying tube
frame
cylinder
piston
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Fee Related
Application number
US07/838,791
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English (en)
Inventor
Valto Ilomaki
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
SHAPE ACQUISTION Corp A CORP OF
Original Assignee
SHAPE ACQUISTION Corp A CORP OF
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Assigned to SHAPE ACQUISTION CORPORATION, A CORP OF DE reassignment SHAPE ACQUISTION CORPORATION, A CORP OF DE ASSIGNMENT OF ASSIGNORS INTEREST. Assignors: DIVERSIFIED PRODUCTS CORPORATION, A CORP OF AL
Application filed by SHAPE ACQUISTION Corp A CORP OF filed Critical SHAPE ACQUISTION Corp A CORP OF
Application granted granted Critical
Publication of US5316092A publication Critical patent/US5316092A/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Classifications

    • E—FIXED CONSTRUCTIONS
    • E21—EARTH OR ROCK DRILLING; MINING
    • E21B—EARTH OR ROCK DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
    • E21B7/00—Special methods or apparatus for drilling
    • E21B7/20—Driving or forcing casings or pipes into boreholes, e.g. sinking; Simultaneously drilling and casing boreholes
    • E21B7/201—Driving or forcing casings or pipes into boreholes, e.g. sinking; Simultaneously drilling and casing boreholes with helical conveying means
    • E—FIXED CONSTRUCTIONS
    • E21—EARTH OR ROCK DRILLING; MINING
    • E21B—EARTH OR ROCK DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
    • E21B19/00—Handling rods, casings, tubes or the like outside the borehole, e.g. in the derrick; Apparatus for feeding the rods or cables
    • E21B19/08—Apparatus for feeding the rods or cables; Apparatus for increasing or decreasing the pressure on the drilling tool; Apparatus for counterbalancing the weight of the rods
    • E21B19/086—Apparatus for feeding the rods or cables; Apparatus for increasing or decreasing the pressure on the drilling tool; Apparatus for counterbalancing the weight of the rods with a fluid-actuated cylinder

Definitions

  • the invention relates to a method and apparatus for drilling a tunnel, wherein there are two independent forces; the one driving the protecting tube and the other driving the drilling apparatus by means of a rotating spiral tube.
  • a previously known drilling apparatus as described in applicant's former patent application No. FI-891706 is one in which the protecting tube is forced into the excavated drilling head advances through the tunnel portion as the tunnel. Also the force for the tool in the drilling head is transmitted over the protecting tube.
  • the conveying tube rests against the inner surface of the protecting tube and moves forward along with the protecting tube.
  • the tool driving force which is smaller than the force driving the protecting tube, is separated as an independent and easily adjustable force.
  • the force has been separated by means of a hydraulic cylinder, which can yield because of pressure adjustment while functioning also as thrust bearing and therefore move freely in the longitudinal direction of the drilling apparatus, the tool hitting an obstacle can be detected immediately as rise of pressure in the hydraulic system.
  • FIG. 1 is a driving and rotating unit in the working pit where the hydraulic cylinder functions as thrust bearing.
  • FIG. 2 is an optical driving and rotating unit placed in the working pit where the hydraulic cylinder functions as thrust bearing.
  • the solution in FIG. 1 provides a hydraulic cylinder (23) which functions as a thrust bearing comprised of a piston (24) and a piston rod (26).
  • the piston rod (26) is a pipe through which the hydraulic pressure hoses (30,29) can be taken to the piston (24) and conduct the pressure fluid to the chamber space on both sides of the piston.
  • the cylinder (23) is closed with a threaded ring flange (35).
  • the cylinder (23) itself is a rotating drumlike part. The rotation is transmitted from the fluid motor (16) by means of a gear (25) which is attached to the cylinder (23) with a broad gear (31). The pressure fluid enters the fluid motor (16) along the hoses (20).
  • the cylinder (23) is encircled with an immobile annular part (22), inside of which the cylinder (23) can rotate and also slide lengthwise.
  • Part (22) is fixed to the actual frame (27) that conduits the driving force.
  • the connecting surface between cylinder (23) and part (22) is a bearing area which also comprises an annular chamber space (32) into which compressed air is conducted through the air channels in the cylinder (23) over a hose (7) and further to rotating conveying tube (3).
  • Tube (3) is fixed to the flange (21) by screwing. This flange (21) transmits the rotation from cylinder (23) to the conveying tube (3).
  • the bellow rubber (34) fixed to part (22) prevents the cylinder sliding surface from getting dirty.
  • the oil in the compressed air lubricates the sliding surface and leakage of compressed air is prevented with a retaining ring (33).
  • the driving force to the tool from the conveying tube (3), which has a system of spiral ribs (2), is in this case transmitted over a hydraulic cylinder (23), which functions as thrust bearing, and can therefore be detected as hydraulic pressure in the hoses (29,30).
  • Drilling waste (11) is removed through the openings in the frame (27) and between the frame beams (17) under the drilling unit.
  • the force driving the protecting tube (1) into the tunnel is transmitted from the power unit (19,28) direct over the rear frame (27) and its end flanges (18,4) to the protecting tube (1).
  • the cylinder (50) is fixed to the frame (15) with a flange (47) and screws (43). Therefore the cylinder (50) does not rotate but the piston (48) and the piston rod (40) are rotating.
  • the fluid motor (46) comprises a grooved shaft (45) which can move longitudinally in chamber (41) formed outside the piston rod (40). Correspondingly, the chamber is also grooved to allow rotation.
  • At piston rod rear end there is a threaded part (36) by means of which the conveying tube (3) is fixed to the piston rod (40).
  • a not-rotating part (37) that comprises an annular chamber groove around the piston rod (40).
  • Compressed air conducted to this chamber enters the piston rod (40) through a pick-up hole at the chamber and then the conveying tube (3) from where it reaches the tool in the drill head. Lateral movement of part (37) on the piston rod (40) is prevented by a ring spring (38) in the piston rod groove.
  • the cylinder (50) is closed with a flange (51) attached to the cylinder (50) by screwing and joined to the piston rod (40) with a packing (42) allowing its rotation and sliding.
  • the lines (39,44) are hydraulic hoses and the other cylinder end is sealed with a retaining ring (49).
  • the rotating motion of the fluid motor (46) can also easily be transmitted as a rotating motion for the piston rod (40) by connecting the motor shaft (45) e.g. by means of a flange joint to a corresponding flange in the piston rod.
  • the fluid motor (46) must then be secured with respect to the frame (15) so that it can slide but not rotate. This can be done with conductors arranging them parallel to the frame and using them also as support for the motor (46).
  • the frame construction of the driving unit can be drumlike but, advantageously, also a beam construction.

Landscapes

  • Engineering & Computer Science (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Geology (AREA)
  • Mining & Mineral Resources (AREA)
  • Physics & Mathematics (AREA)
  • Environmental & Geological Engineering (AREA)
  • Fluid Mechanics (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Geochemistry & Mineralogy (AREA)
  • Mechanical Engineering (AREA)
  • Earth Drilling (AREA)
US07/838,791 1989-09-27 1990-09-27 Method and apparatus for drilling a tunnel Expired - Fee Related US5316092A (en)

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
FI894560 1989-09-27
FI894560A FI88746C (fi) 1989-09-27 1989-09-27 Foerfarande foer borrning av tunnel och borrmaskin
PCT/FI1990/000231 WO1991005137A1 (en) 1989-09-27 1990-09-27 Method and apparatus for drilling a tunnel

Publications (1)

Publication Number Publication Date
US5316092A true US5316092A (en) 1994-05-31

Family

ID=8529062

Family Applications (1)

Application Number Title Priority Date Filing Date
US07/838,791 Expired - Fee Related US5316092A (en) 1989-09-27 1990-09-27 Method and apparatus for drilling a tunnel

Country Status (6)

Country Link
US (1) US5316092A (ja)
AU (1) AU6402590A (ja)
CA (1) CA2066238A1 (ja)
DE (1) DE4091753T (ja)
FI (1) FI88746C (ja)
WO (1) WO1991005137A1 (ja)

Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US5711385A (en) * 1996-04-12 1998-01-27 Brotherton; Jim Augerless boring system
US6161631A (en) * 1998-08-04 2000-12-19 Kennedy; James Environmentally friendly horizontal boring system
US20050257959A1 (en) * 2004-05-20 2005-11-24 Richardson John G Microtunneling systems and methods of use
CN100422505C (zh) * 2002-09-16 2008-10-01 杜加华 地铁隧道挖掘机
US20090152008A1 (en) * 2006-06-16 2009-06-18 Vermeer Manufacturing Company Microtunnelling system and apparatus
US20100065331A1 (en) * 2008-09-11 2010-03-18 Harrison Stuart Ronald Auger boring machine
US20100206635A1 (en) * 2009-02-11 2010-08-19 Harrison Stuart Tunneling Apparatus Including Vacuum and Method of Use
US8727666B2 (en) 2010-05-28 2014-05-20 Brasfond Usa Corp. Pipeline insertion system

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FI91499C (fi) * 1990-11-30 1994-07-11 Valto Ilomaeki Menetelmä iskutehokkuuden varmistamiseksi ja säätämiseksi iskukoneessa, iskukoneen käyttötapa tunnelin poraamiseen ja iskukone

Citations (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2319512A (en) * 1940-07-30 1943-05-18 Parrish Alan Jay Earth boring machine
US2669441A (en) * 1950-01-04 1954-02-16 Alder F Castanoli Coal boring unit
US3107741A (en) * 1960-03-29 1963-10-22 Salem Tool Co Machines for simultaneously drilling and inserting pipe lines
US3851716A (en) * 1973-04-27 1974-12-03 Richmond Mfg Co Horizontal earth boring machine
US3870110A (en) * 1970-10-30 1975-03-11 Richmond Mfg Co Power train for horizontal earth boring machine
US3902563A (en) * 1973-07-18 1975-09-02 Int Boring Systems Co Boring method
US3917010A (en) * 1974-07-25 1975-11-04 Jarva Inc Small diameter horizontal tunneling machine
US3945443A (en) * 1974-08-14 1976-03-23 The Richmond Manufacturing Company Steerable rock boring head for earth boring machines
US4091631A (en) * 1975-07-14 1978-05-30 Titan Contractors Corporation System and method for installing production casings
US4226477A (en) * 1979-01-10 1980-10-07 Anastascio Capoccia Device for removing the earth generated by tunneling

Patent Citations (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2319512A (en) * 1940-07-30 1943-05-18 Parrish Alan Jay Earth boring machine
US2669441A (en) * 1950-01-04 1954-02-16 Alder F Castanoli Coal boring unit
US3107741A (en) * 1960-03-29 1963-10-22 Salem Tool Co Machines for simultaneously drilling and inserting pipe lines
US3870110A (en) * 1970-10-30 1975-03-11 Richmond Mfg Co Power train for horizontal earth boring machine
US3851716A (en) * 1973-04-27 1974-12-03 Richmond Mfg Co Horizontal earth boring machine
US3902563A (en) * 1973-07-18 1975-09-02 Int Boring Systems Co Boring method
US3917010A (en) * 1974-07-25 1975-11-04 Jarva Inc Small diameter horizontal tunneling machine
US3945443A (en) * 1974-08-14 1976-03-23 The Richmond Manufacturing Company Steerable rock boring head for earth boring machines
US4091631A (en) * 1975-07-14 1978-05-30 Titan Contractors Corporation System and method for installing production casings
US4226477A (en) * 1979-01-10 1980-10-07 Anastascio Capoccia Device for removing the earth generated by tunneling

Cited By (25)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US5711385A (en) * 1996-04-12 1998-01-27 Brotherton; Jim Augerless boring system
US6161631A (en) * 1998-08-04 2000-12-19 Kennedy; James Environmentally friendly horizontal boring system
CN100422505C (zh) * 2002-09-16 2008-10-01 杜加华 地铁隧道挖掘机
US7070359B2 (en) * 2004-05-20 2006-07-04 Battelle Energy Alliance, Llc Microtunneling systems and methods of use
US20050257959A1 (en) * 2004-05-20 2005-11-24 Richardson John G Microtunneling systems and methods of use
US20090152012A1 (en) * 2006-06-06 2009-06-18 Vermer Manufacturing Company Microtunnelling system and apparatus
US20090152010A1 (en) * 2006-06-16 2009-06-18 Vermeer Manufacturing Company Microtunnelling system and apparatus
US20090152008A1 (en) * 2006-06-16 2009-06-18 Vermeer Manufacturing Company Microtunnelling system and apparatus
US20090301783A1 (en) * 2006-06-16 2009-12-10 Vermeer Manufacturing Company Microtunnelling system and apparatus
US8439132B2 (en) 2006-06-16 2013-05-14 Vermeer Manufacturing Company Microtunnelling system and apparatus
US7976242B2 (en) 2006-06-16 2011-07-12 Vermeer Manufacturing Company Drill head for a microtunnelling apparatus
US8151906B2 (en) 2006-06-16 2012-04-10 Vermeer Manufacturing Company Microtunnelling system and apparatus
US7845432B2 (en) 2006-06-16 2010-12-07 Vermeer Manufacturing Company Microtunnelling system and apparatus
US7942217B2 (en) 2006-06-16 2011-05-17 Vermeer Manufacturing Company Cutting apparatus for a microtunnelling system
US20100065331A1 (en) * 2008-09-11 2010-03-18 Harrison Stuart Ronald Auger boring machine
US8424618B2 (en) 2008-09-11 2013-04-23 Vermeer Manufacturing Company Auger boring machine
US20100206637A1 (en) * 2009-02-11 2010-08-19 Harrison Stuart Cutting Unit for a Tunneling Apparatus
US20100230171A1 (en) * 2009-02-11 2010-09-16 Harrison Stuart Drill Head for a Tunneling Apparatus
US8256536B2 (en) 2009-02-11 2012-09-04 Vermeer Manufacturing Company Backreamer for a tunneling apparatus
US20100206636A1 (en) * 2009-02-11 2010-08-19 Harrison Stuart Backreamer for a Tunneling Apparatus
US20100206635A1 (en) * 2009-02-11 2010-08-19 Harrison Stuart Tunneling Apparatus Including Vacuum and Method of Use
US8439450B2 (en) 2009-02-11 2013-05-14 Vermeer Manufacturing Company Tunneling apparatus including vacuum and method of use
US8684470B2 (en) 2009-02-11 2014-04-01 Vermeer Manufacturing Company Drill head for a tunneling apparatus
US8727666B2 (en) 2010-05-28 2014-05-20 Brasfond Usa Corp. Pipeline insertion system
US9039329B2 (en) 2010-05-28 2015-05-26 Brasfond Usa Corp. Pipeline insertion system

Also Published As

Publication number Publication date
FI894560A0 (fi) 1989-09-27
FI88746C (fi) 1993-06-28
FI88746B (fi) 1993-03-15
AU6402590A (en) 1991-04-28
CA2066238A1 (en) 1991-03-28
FI894560A (fi) 1991-03-28
WO1991005137A1 (en) 1991-04-18
DE4091753T (ja) 1992-08-27

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Legal Events

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AS Assignment

Owner name: SHAPE ACQUISTION CORPORATION, A CORP OF DE, DELAWA

Free format text: ASSIGNMENT OF ASSIGNORS INTEREST.;ASSIGNOR:DIVERSIFIED PRODUCTS CORPORATION, A CORP OF AL;REEL/FRAME:005371/0610

Effective date: 19900306

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Year of fee payment: 4

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LAPS Lapse for failure to pay maintenance fees
STCH Information on status: patent discontinuation

Free format text: PATENT EXPIRED DUE TO NONPAYMENT OF MAINTENANCE FEES UNDER 37 CFR 1.362

FP Lapsed due to failure to pay maintenance fee

Effective date: 20020531